C260524_IFB_Exhibit_A_SOW_Attachment_G_OC_Streetcar_Landscaping_Sheets.pdf
PDF 36 MB Posted
- Attached to
- Landscaping Services
- Solicitation number
- 260524
- Issued by
- Orange County, California
About this file
Landscaping Services for OC Streetcar Project
This document consists of landscape architectural plans and construction specifications prepared by the Orange County Transportation Authority (OCTA), in collaboration with the City of Santa Ana and City of Garden Grove, for the OC Streetcar project extending from Harbor Boulevard to the Santa Ana River. The landscaping scope encompasses multiple stations and medians along the streetcar route, featuring comprehensive planting plans with specific botanical species, hardscape construction details, and site-specific landscape improvements. The plans identify landscape work at Harbor Station, Westminster Avenue median, Santa Ana River right-of-way, Fairview Street platform, Fifth Street median, maintenance facility site, North Raitt Street platform, and West Santa Ana Boulevard median areas. Construction specifications detail materials including concrete pavement with exposed aggregate finishes, retaining walls with green screen panels, curb and gutter installations, bioretention water quality features, vegetated swales, utility relocations, and erosion control measures. The document references prevailing wage requirements and cross-references multiple construction detail drawings, standard plans from California Standards Specifications for Public Works Construction (SSPWC), Caltrans standards, and City of Santa Ana and Garden Grove standards.
The landscaping contract carries a budget of $550,000 for an initial two-year term, with landscaping maintenance and establishment services specified throughout the project area. Plant materials include native and drought-tolerant species such as California sycamore, Chinese flame trees, creeping fig vines, muhly grass varieties, and ornamental shrubs strategically distributed across multiple project sites. The specifications require contractors to coordinate with Underground Service Alert at least two working days prior to excavation and comply with Assembly Bill 3019 requirements. The plans incorporate sustainable design features including grasscrete systems for vehicle access, bioretention basins for stormwater quality management, and slip-resistant concrete surfaces with detectable warning strips for accessibility compliance. Infrastructure improvements are coordinated across multiple utility systems including water, sewer, storm drain, and electrical services, with detailed notes specifying which utilities are to be protected in place, relocated by others, or modified by the contractor.
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PLATFORM
PLATFORM
PLATFORM
PLATFORM
PLATFORM
PLATFORM
C
LI
N
TO
N S
T
PLATFORM
SA
NT
A
AN
A
RI
VE
R
PLATFORM
PLATFORM
SCHOOL
SCHOOL
PLATFORM
PLATFORM
PLATFORM
PLATFORM
PLATFORM
PLATFO
RM
PLATFORM
PLATFORM
DATE
FILE NO.:
REFERENCESREVISIONS
Underground Service Alert of Southern California
NUMBER DESCRIPTIONINITIALS APPROVED INSTALLED
DATE
02/2018
10/2017DRAWN:
PREPARED UNDER THE SUPERVISION OF:
RLA NO.: 2575
DESIGNED: CHECKED:
PURSUANT TO ASSEMBLY BILL 3019 NO EXCAVATION
PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS
AND OBTAINS AN INQUIRY I.D. NUMBER FROM "UNDER-
GROUND SERVICE ALERT" (1-800-422-4133) AT LEAST
TWO WORKING DAYS PRIOR TO COMMENCING EXCAVATION.
OC STREETCARThe HNTB Companies Infrastructure Solutions
200 E. Sandpointe Ave., Ste. 200 Santa Ana, CA 92707 Phone: 714-460-1600
J. KIM J. ARREDONDO DON WILSON
LANDSCAPE ARCHITECTURE URBAN DESIGN PLANNING RESOURCE ANALYSIS
Santa Ana, CA 92701 106 W.4th St. 5th Floor
CORNERSTONE STUDIOS, INC.
714. 973. 2200 Voice
714. 973. 0203 Fax
ORANGE COUNTY TRANSPORTATION AUTHORITY
SHEET OF NN
LEGEND
EXIST RUNOFF DIRECTION
EXIST FLOW DIRECTION OF DITCH / CULVERT
EXIST FENCE
EXIST SUBTERRANEAN
BASEMENT
CONSTRUCTION NOTES:
CONSTRUCTION NOTES:
CONSTRUCT 8" PVC WATER PER XXXXXX.
CONSTRUCT SEWER MH PER XX.
CONSTRUCT 24" VCP SEWER PER XX.
CONSTRUCT 8" VCP SEWER PER XX.
CONSTRUCT 10" VCP SEWER PER XX.
CONSTRUCT 18" VCP SEWER PER XX.
CONSTRUCT 21" VCP SEWER PER XX.
CONSTRUCT 10" PVC WATER PER XX.
CONSTRUCT 12" PVC WATER PER XX.
CONSTRUCT 2" GAS PER XX.
1" = 1'-0"
A-123 A
AA
A A-123
A A-123
A A-123
A A-123
A A-123
A A-123
A A-123
REMOVAL NOTES:
NOTES:
LEGEND
1. ALL EXISTING SURFACE ITEMS SHOWN ON THESE PLANS
WITHIN THE LIMITS OF REMOVAL SHALL BE DEMOLISHED
AND REMOVED UNLESS OTHERWISE NOTED.
2. ALL GENERAL DEMOLITION AND REMOVAL NOTES SHOWN
ON THESE PLANS ARE REPRESENTATIVE OF THE WORK
TO BE DONE. NOT ALL ITEMIZED ACCOUNTING FOR ALL
DEMOLISHED, REMOVED OR ABANDONED.
3. ALL GENERAL DEMOLITION AND REMOVAL NOTES SHOWN
ON THESE PLANS ARE REPRESENTATIVE OF WORK TO BE
DONE, NOT AN ITEMIZED ACCOUNTING FOR EACH UTILTY
APPURTENANCE TO BE DEMOLISHED, REMOVED OR
ABANDONED.
4. TEMPORARY CONSTRUCTION EASEMENTS (TCE) AND
PROPOSED RIGHT-OF-WAY LINES ARE DEFINED ON
RIGHT-OF-WAY IMPACT MAP.
DAYLIGHT LINE (F=FILL; C=CUT)F/C
DRAINAGE NOTES:
ELEVATION__________________ ___
_____1" = 1'-0"
CONSTRUCT INLET TYPE V PER OC STD PLAN NO. 1305.
RECONSTRUCT INLET TYPE V PER OC STD PLAN NO. 1305.
CONSTRUCT RIP RAP LINING.
CONSTRUCT BOX CULVERT WINGWALLS CALTRANS STD PLAN D85.
NNSHEET OF
CONSTRUCT 4" THICK PCC SIDEWALK CASE 3 PER C.S.A STD PLAN NO. 1104.
CONSTRUCT 4" THICK PCC SIDEWALK PER C.G.G STD PLAN NO. B-106.
CONSTRUCT 8" THICK PCC DRIVEWAY APPROACH CASE 1 PER C.S.A STD PLAN NO. 1112.
CONSTRUCT TYPE A-2-8 CURB & GUTTER PER C.S.A. STD PLAN NO. 1101.
CONSTRUCT CROSS GUTTER PER C.S.A. STD PLAN NO. 1109.
CONSTRUCT TYPE A-8 CURB PER C.G.G. STD PLAN NO. B-112.
INSTALL 6'-4" WELDED WIRE MESH FENCING PER METROLINK ENG STD 5105.
INSTALL TUBULAR STEEL GATE PER METROLINK ENG STD 5107.
ADJUST MANHOLE FRAME AND COVER TO FINISHED GRADE.
RELOCATE MANHOLE FRAME AND COVER.
ADJUST WATER VALVE FRAME AND COVER TO FINISHED GRADE.
PLACE 6" CRUSHED AB (3/4" MAX) PER SECTION 200-2.2 OF SSPWC.
SEWER CONSTRUCTION NOTES:
PLACE 2" ARHM OVER 5" AC OVER 12" AB.
PLACE 7" PCC OVER 6" AB.
CONSTRUCT JUNCTION STRUCTURE PIPE TO PIPE PER SSPWC NO. 331-3.
INSTALL PARKWAY DRAIN PER C.G.G. STD PLAN NO. B-209.
CONSTRUCT JUNCTION STRUCTURE PIPE TO RCB PER SPPWC STD PLAN NO. 333-2.
INSTALL TRASH RACK.
PLACE 2" DG OVER 6" AB.
SEWER MANHOLE PER OCSD STD S-050.
MANHOLE ABANDONMENT PER C.S.A. STD PLAN 1029.
UTILITY TRENCH DETAIL PER C.S.A. STD PLAN 1150.
CONSTRUCT A3-6(150) CURB AND GUTTER PER SPPWC STD PLAN NO. 120-2.
CONSTRUCT MANHOLE ACCESS SHAFT ENCASEMENT.
ENG 2.0 GENERAL TEXT
BOLD 3.0 PROP PROFILE ELEMENTS
BOLD 4.0 MATCHLINES AND MINOR STREETS
BOLD 6.0 MAIN STREET NAMES
ENG 2.5 PROFILE ELEV LABELS
CONSTRUCT EARTH LINED DITCH PER PLAN AND TYPICAL CROSS SECTIONS.
CONSTRUCT EARTH LINED TRAPEZOIDAL DITCH PER PLAN AND TYPICAL CROSS SECTIONS.
ABANDON MANHOLE AND PROVIDE SEAL PER SPPWC STD 381-2.
NOTE:
1. STORM DRAIN UTILITY TRENCH
PER C.S.A. STD PLAN 1150.
PROVIDE SEAL FOR REMOVED STORM DRAIN PIPE PER SPPWC STD 381-2.
REMOVE EXISTING SEWER MANHOLE AND PORTION OF EXISTING SEWER PIPE THAT IS CONFLICT WITH PROPOSED DESIGN.
INSTALL METAL FLARED END SECTION CALTRANS STD PLAN D94A.
CONSTRUCT BOX CULVERT WARPED WINGWALLS CALTRANS STD PLAN D86A.
INSTALL CABLE RAILING CALTRANS STD PLAN B11-47.
A
CONSTRUCT TRACK DRAIN CONNECTION PER SPPWC STD 335-2.
CONSTRUCT RW TYPE 6 (CASE 1) CALTRANS STD PLAN B3-7A.
PLACE 4" AC OVER 5" AB.
CONSTRUCT SEWER MANHOLE PER C.S.A. STD PLAN 1201.
CONSTRUCT DROP MANHOLE PER C.S.A. STD PLAN 1201A.
CONSTRUCT SEWER MANHOLE PER OCSD STD S-050 WITH DROP MANHOLE CONNECTION PER S-051.
CONSTRUCT PVC SEWER PIPE 4 LF MINIMUM BEYOND THE LIMITS OF THE REMOVED SEWER MANHOLE CONNECT TO EXISTING SEWER MATCHING LINE AND GRADE.
CONSTRUCT GRATING CATCH BASIN - ALLEY (LONGITUDINAL) PER SPPWC 304-3.
CONSTRUCT JUNCTION CHAMBER, TYPE 'B' PER C.S.A. STD PLAN 307.
CONSTRUCT PIPE CONNECTION TO EXISTING STORM DRAIN STRUCTURE PER SPPWC 335-2.
PLACE 4" AC OVER 6" AB ON COMPACTED SUBGRADE.
CONSTRUCT TYPE C-8 CURB & GUTTER PER C.G.G. STD PLAN NO. B-113.
CONSTRUCT LONGITUDINAL GUTTER PER SPPWC STD PLAN NO. 122-2.
CONSTRUCT CONC COLLAR FOR RCP PER SPPWC STD PLAN NO. 380-4.
CONSTRUCT TRANSITION STRUCTURE PIPE TO PIPE SPPWC STD PLAN NO. 340-2.
CONSTRUCT MANHOLE PIPE-TO-PIPE (33" OR SMALLER) PER SPPWC STD PLAN NO. 321-2.
CONSTRUCT JUNCTION CHAMBER, TYPE "A" PER C.S.A. STD PLAN NO. 306.
UTILITY TRENCH DETAIL PER C.S.A. STD PLAN NO. 1150.
AUXILLARY CATCH BASIN DETAILS PER C.S.A. STD PLAN NO. 305 & 305A.
CONSTRUCT DRIVEWAY APPROACH (TYPE B) PER SPPWC STD PLAN NO. 110-2.
INSTALL PARKWAY DRAIN PER SPPWC STD PLAN NO. 151-2.
ABANDON EXISTING SEWER PER C.S.A. SLURRY BACKFILL PORTION OF ABANDONED SEWER THAT IS UNDER TRACK SLAB.
INSTALL METAL HAND RAILING PER SPPWC STD PLAN NO. 606-4.
CONSTRUCT MODIFIED JUNCTION CHAMBER, TYPE 'D' PER SPPWC STD 308A, NO MANHOLE.
CONSTRUCT PIPE CONCRETE ENCASEMENT.
12" SLOT DRAIN WITH PEDESTRIAN GRATING.
PLACE 12" PCC OVER 6" AB.
PLACE 6" PCC OVER 6" AB.
FENCE
RIP-RAP
UNDERDRAIN
RUNOFF DIRECTION
FLOW DIRECTION OF DITCH / CULVERT
C##
1A
2A
5A
10A
12A
15A
35A
37A
38B
39A
4A
4B
3A
4C
INSTALL REMOVABLE BOLLARD PER DETAILS ON METROLINK ENG. STD. 5107.
D##
S## U## W##
SEE CIVIL PLANS FOR DISPOSITION
SEE DRAINAGE PLANS FOR DISPOSITION
SEE SEWER PLANS FOR DISPOSITION
SEE UTILITY PLANS FOR DISPOSITION
SEE WATER PLANS FOR DISPOSITION
1B
2" COLD MILL AND VAR AC OVERLAY.
PLACE 2" ARHM OVER 3.5" AC OVER 7" AB.
PLACE 2" ARHM OVER 2" AC OVER 6" AB.
PLACE 2" ARHM OVER 3" AC OVER 6" AB.
PLACE 2" ARHM OVER 3" AC OVER 9" AB.
INSTALL 6'-4" WELDED WIRE MESH GATE PER METROLINK ENG STD NO. 5106
CONSTRUCT TYPE A-1-6 CURB PER SPPWC STD PLAN NO. 120-2.
CONSTRUCT ALLEY APRON PER C.S.A. STD PLAN NO. 1111. OMIT WINGS.
L## SEE LIGHTING PLANS FOR DISPOSITION
RCE NO. 77387
Exp. 06/30/2019
NOTES:
1.
2.
3.
FOR DISPOSITION OF EXISTING SIGNS, SEE
CHANNELIZATION PLANS.
FOR DISPOSITION OF EXISTING STREET LIGHT
PULL BOXES, SEE STREET LIGHTING PLANS.
FOR DISPOSITION OF EXISTING TRAFFIC SIGNALS,
TRAFFIC PULL BOXES, AND TRAFFIC RELATED
APPURTENANCES, SEE TRAFFIC SIGNAL PLANS.
RCE NO. C70783
Exp. 06/30/2019
7B
STORMWATER QUALITY BMP
BIORETENTION SOIL MEDIA
9A CONSTRUCT TYPE C-8 (MOD) CURB & GUTTER PER C.G.G. STD PLAN NO. B-113.
CONSTRUCT JUNCTION STRUCTURE - PIPE TO PIPE ID ≤ 24" PER SPPWC STD PLAN NO. 332-2.
INSTALL 4" DIA PVC PIPE PER C.S.A. STD PLAN 1150 (UTILITY TRENCH DETAIL).
INSTALL 8" DIA PVC PIPE PER C.S.A. STD PLAN 1150 (UTILITY TRENCH DETAIL).
INSTALL 12" DIA PVC PIPE PER C.S.A. STD PLAN 1150 (UTILITY TRENCH DETAIL).
4D INSTALL INVERTED U BIKE RACK PER MANUFACTURER INSTRUCTIONS.
25A
CONSTRUCT 12" WIDE BY 12" DEEP AC ON COMPACTED SUBGRADE.
5B CONSTRUCT 4" THICK PATTERN STAMPED CONCRETE PER C.S.A. STD PLAN 1118.
CITY LIMIT
INSTALL METAL HAND RAILING PER METROLINK ENG STD 4005.
INSTALL PEDESTRIAN SWING GATE PER METROLINK ENG STD 4002.
INSTALL CPUC STANDARD NO. 8 WARNING DEVICE PER METROLINK ENG STD PLAN 8305.
20A
20B
INSTALL PEDESTRIAN WARNING DEVICE PER METROLINK ENG STD 8308.
35B
32A PLACE 2" ARHM OVER 5" AC OVER 9" AB.
PLACE 8" PCC OVER 6" AB.
CONSTRUCT CONCRETE BLANKET FOR PIPES PER SPPWC STD 225-2.
CONSTRUCT TYPE A-2-6 CURB & GUTTER PER C.S.A STD PLAN NO. 1101 UNLESS
OTHERWISE SHOWN, MATCH HOR AND VERT ALIGNMENT OF EX FL AND TC.
FURNISH AND INSTALL SURVEY MONUMENT AND ADJUST FRAME AND COVER TO GRADE
PER C.S.A. STD PLAN NO. 1117.
INSTALL 4' HIGH, WELDED WIRE MESH FENCE WITH SMOOTH SURFACE AT TOP PER
METROLINK ENG STD PLAN 5105.
INSTALL 3' WIDE DETECTABLE WARNING STRIP PER METROLINK ENG STD PLAN
INDICATED UNDER NOTE 1 AND CALTRANS STD PLAN RSP A88A.
INSTALL 4'X2' PRECAST CONC RCB PER CALTRANS STD PLAN D83A OR CAST-IN-PLACE RCB
PER STD PLAN D80. FOR RCB UNDER TRACKS USE MAX EARTH COVER=20'.
INSTALL 5'X3' PRECAST RCB PER CALTRANS STD PLAN D83A OR CAST-IN-PLACE RCB PER
STD PLAN D80. FOR RCB UNDER TRACKS USE MAX EARTH COVER=20'.
REMOVE PORTION OF EXISTING ABANDONED UTILITY THAT IS IN CONFLICT WITH NEW
STORM DRAIN.
INSTALL 8" DIA HDPE PIPE PER C.S.A. STD PLAN 1150 (EXCAVATION AND PIPE
BEDDING DETAILS).
CONSTRUCT CATCH BASIN, TYPE "B" PER C.S.A. STD PLAN NO. 302 WITH LOCAL GUTTER
DEPRESSION PER C.S.A. STD PLAN 305.
STENCIL AND SIGN FOR DRAINAGE INLET "NO DUMPING DRAINS TO OCEAN" PER
CALTRANS STD PLAN D-71 (DRAINAGE INLET MARKERS).
CONSTRUCT CONCRETE COLLAR PER C.S.A. STD. PLAN 320 AND REMOVE EXISTING
CATCH BASIN.
REMOVE EXIST. STORM DRAIN STRUCTURE AND PIPE AND PROVIDE A CONCRETE LUG TO
CLOSE VOID IN STRUCTURE THAT WILL REMAIN.
CONSTRUCT MODIFIED CATCH BASIN, CASE 'A', PER SPPWC STD 307-3. MODIFY PIPE
CONNECTION WITH MONOLITHIC CATCH BASIN CONNECTION PER SPPWC STD 308-2.
24"x24" PRECAST INLET WITH PEDESTRIAN GRATE, JENSON PRECAST DI 24-24, OR APPROVED EQUAL.
ADJUST WATER METER BOX AND LID TO FINISHED GRADE.
CONSTRUCT 4" PCC OVER 6" AB.
INSTALL CPUC STANDARD NO. 9 WARNING DEVICE PER METROLINK ENG STD PLAN 8306.
INSTALL CPUC STANDARD MEDIAN NO. 9 WARNING DEVICE PER METROLINK ENG STD
8306.
INSTALL CPUC STANDARD NO. 9A WARNING DEVICE PER METROLINK ENG STD PLAN 8306.
COMPOSITE UTILITY DISPOSITION NOTES:
PROTECT IN PLACE
RELOCATE (BY OTHERS) - APPLIES TO TELECOM, ELECTRICAL, AND GAS WHICH ARE NOT PART OF THIS CONTRACT.
MODIFY AND/OR RELOCATE (BY CONTRACTOR) - SEE INDIVIDUAL UTILITY PLANS FOR SCOPE AND DETAILS OF WORK.
ABANDON IN PLACE
REMOVE
PROVIDE NEW WATER SERVICE AND WATER METER PER C.S.A STD 1401, 1402 OR 1403 (AS APPLICABLE).
INSTALL ELECTRICAL SERVICE EQUIPMENT ENCLOSURE (TYPE III-B) PER CALTRANS STD PLAN ES-2E.
INSTALL ELECTRICAL SERVICE EQUIPMENT ENCLOSURE, MYERS ME-IIBD-M100/M100 OR APPROVED EQUAL.
INSTALL ELECTRICAL SERVICE EQUIPMENT ENCLOSURE (TYPE III-C) PER CALTRANS STD PLAN ES-2F.
PROVIDE NEW WATER SERVICE FROM MAIN WATER TO EXISTING WATER METER PER C.S.A. STD 1401, 1402, OR 1403 (AS APPLICABLE).
INSTALL ELECTRICAL SERVICE EQUIPMENT ENCLOSURE (TYPE II-B) PER CALTRANS STD PLAN ES-2B.
NOT USED
REPLACE LATERAL TO HYDRANT AS NEEDED TO CLEAR BOTTOM OF TRACK SLAB PER C.S.A. STD 1405, 1407, OR 1407A (AS APPLICABLE).
PROVIDE NEW WATER SERVICE FROM MAIN TO EXISTING FDC PER C.S.A. STD 1417.
PROVIDE NEW WATER SERVICE AND WATER METER FOR IRRIGATION PER C.G.G. STD PLAN NO. B-722.
NOT USED
INSTALL 2" SCH 40 PVC IN CONCRETE ENCASEMENT AND CONNECT TO PLATFORM ELECTRICAL, SEE P-BN01 OR P-BN02 (AS APPLICABLE). FOR TRENCH DETAIL, SEE P-BD03.
ADJUST MH LID AND FRAME OR VAULT LID TO FS, BY OTHERS.
INSTALL 18" DIA RCP PER C.S.A. STD PLAN 1150 (UTILITY TRENCH DETAIL).
INSTALL 24" DIA RCP PER C.S.A. STD PLAN 1150 (UTILITY TRENCH DETAIL).
INSTALL 30" DIA RCP PER C.S.A. STD PLAN 1150 (UTILITY TRENCH DETAIL).
NOTE:
1. STORM DRAIN PIPE "L"
MEASURED TO CL SD STR.
SEE MODIFIED BASE PER DETAIL DRAWING SD01.
SEE MODIFIED SEWER MANHOLE DETAIL 'A', DRAWING SD01.
SEE MODIFIED BASE PER DETAIL 'B', DRAWING SD01.
CONSTRUCT VEGETATED SWALE WATER QUALITY BMP. GEOMETRY AS SHOWN ON PLAN.
SEE DETAIL 3 ON DRAWING QD01.
CONSTRUCT CONCRETE LINED "V" DITCH PER DETAIL 1 ON DRAWING QD01.
CONSTRUCT CONCRETE LINED TRAPEZOIDAL DITCH. GEOMETRY AS SHOWN ON PLAN. SEE
DETAIL 1 ON DRAWING QD01
CONSTRUCT RIP RAP ENERGY DISSIPATER PER DETAIL 2 ON DRAWING QD01.
GEOMETRY AS SHOWN ON PLAN.
CONSTRUCT BIORETENTION WATER QUALITY BMP. GEOMETRY AS SHOW ON PLAN. SEE
DETAIL 11 ON DRAWING QD01.
INSTALL 10" DIA PERF HDPE PIPE PER DETAIL 4 ON DRAWING QD01.
INSTALL 8" DIA PERF HDPE PIPE PER DETAIL 4 ON DRAWING QD01.
INSTALL CLEANOUT PER DETAIL 5 ON DRAWING QD01.
INSTALL AC CAP DRAIN TRENCH PER DETAIL 7 ON DRAWING QD01.
CONSTRUCT CONC CAP STORM DRAIN STRUCTURE PER DETAIL 8 ON DRAWING QD01.
CONSTRUCT MODIFIED MANHOLE PIPE TO PIPE PER SPPWC STD PLAN NO. 321-2 AND
PER DETAIL 10 ON DRAWING QD01.
CONSTRUCT MANHOLE ACCESS SHAFT ENCASEMENT PER DETAIL 6 ON DRAWING QD01.
CONSTRUCT CURB OPENING CATCH BASIN PER SPPWC STD 307-3, MODIFIED PER DETAIL 9
ON DRAWING QD01 WITH LOCAL GUTTER DEPRESSION PER C.S.A. STD PLAN 305.
CONSTRUCT MODIFIED MANHOLE PIPE TO PIPE PER SPPWC STD PLAN NO. 321-2 AND PER
DETAIL 10 ON DRAWING QD01. MODIFY PIPE CONNECTION WITH MONOLITHIC CATCH BASIN
CONNECTION PER SPPWC STD 308-2.
CONSTRUCT TYPE A-2-6 (MOD) MONOLITHIC CURB AND EXTENDED GUTTER PER
CONSTRUCTION DETAIL DRAWING CD07.
CONSTRUCT PCC CURB RAMP PER DETAIL DRAWINGS CD09 AND CD10.
INSTALL DETECTABLE WARNING SURFACE PER CONSTRUCTION DETAIL DRAWINGS CD09
AND CD10.
INSTALL SALVAGED BOLLARDS PER DETAIL DRAWING CDXX.
INSTALL BOLLARDS PER DETAIL DRAWING CDXX.
CONSTRUCT MOUNTABLE CURB PER DETAIL DRAWING CD07.
CONSTRUCT 12" CONCRETE BANDING PER DETAIL DRAWING CD08.
CONSTRUCT TYPE A-2-8 (MOD) CURB AND EXTENDED GUTTER PER CONSTRUCTION
DETAIL DRAWING CD07.
CONSTRUCT 8" THICK PCC WITH INTEGRAL COLOR, SCORE LINES AND MEDIUM
SANDBLAST FINISH ON 4" DEPTH AB AS SHOWN ON STAMPED CONCRETE DETAIL ON
DRAWING CD13.
CONSTRUCT 12" WIDE BY 8" DEEP PCC BAND OVER 4" DEPTH AB WITH SMOOTH
TROWEL FINISH AS SHOWN ON STAMPED CONCRETE DETAIL ON DRAWING CD13.
CONSTRUCT CONCRETE SLAB FOR CONCRETE PAVERS PER DETAIL DRAWING CD08.
INSTALL SIDEWALK BRICK PAVERS PER CONSTRUCTION DETAIL DRAWING CD13.
INSTALL DETECTABLE WARNING SURFACE PER DRAWING 10 OF SPPWC STD PLAN NO. 111-5.
INSTALL WROUGHT IRON PICKET FENCE PER DETAIL DRAWING CD08.
INSTALL METAL PICKET FENCE PER DETAIL DRAWING CD08.
CONSTRUCT CONCRETE LINING PER DETAIL ON DRAWING CA39.
CONSTRUCT 12" WIDE BY 8" DEEP COLORED PCC BAND OVER 4" DEPTH AB WITH
SMOOTH TROWEL FINISH AS SHOWN ON STAMPED CONCRETE DETAIL ON DRAWING
CD13.
CONSTRUCT 8" THICK PCC WITH INTEGRAL COLOR, SCORE LINES AND MEDIUM SANDBLAST
FINISH ON X" DEPTH AB AS SHOWN ON STAMPED CONCRETE DETAIL ON DRAWING CD13.
CONSTRUCT AC MAINTENANCE RAMP PER CONSTRUCTION DETAIL DRAWING CD07.
CONSTRUCT TYPE B-1 CURB PER C.S.A STD PLAN NO. 1101. MODIFIED
PER DETAIL ON DRAWING CD07.
CONSTRUCT TYPE A-2-6 (MOD) CURB AND GUTTER PER CONSTRUCTION DETAIL
DRAWING CD07.
BENCHMARK NO.: ELEV.: 3B-98-85 (PT. 400) 140.19 (NAVD 88)
RENIE MEIER WONG
KEY MAP
PROJECT LIMITS
LG01
S H
T-
LG
-6
-R
.D G
N S
H T-
LN
-6
-R
.D
G N
9/
/2
:5 8:
P
M
A 12/2017 ISSUED FOR BID
556 of 1520SHEET
0 10/2/2018 ISSUED FOR CONSTRUCTION
CONFORMED
SHEET 576 of 1545
C O
N F
O R
M E
D
ATTACHMENT G
ATTACHMENT G
ehoskin Stamp
PLATFORM
C L
E A
N
A
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V A
N P
O O
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C L
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A
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O O
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DATE
FILE NO.:
REFERENCESREVISIONS
Underground Service Alert of Southern California
NUMBER
DESCRIPTIONINITIALS
APPROVED INSTALLED
DATE
02/2022
10/2017
DRAWN:
PREPARED UNDER THE SUPERVISION OF:
RLA NO.: 2575
DESIGNED: CHECKED:
TOLL FREE 1-800-422-4133
TWO WORKING DAYS
BEFORE YOU DIG
NOTICE TO CONTRACTOR
PURSUANT TO ASSEMBLY BILL 3019 NO EXCAVATION
PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS
AND OBTAINS AN INQUIRY I.D. NUMBER FROM "UNDER-
GROUND SERVICE ALERT" (1-800-422-4133) AT LEAST
TWO WORKING DAYS PRIOR TO COMMENCING EXCAVATION.
CI
TY
O F
SA
N
TA
A
N A
PR
O
JE
CT
N O
. 1 7-
-C : O
C
ST
RE
ET
CA
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FR
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M H
AR
BO
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BL
VD
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CALL:
ev or
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G a rd en
F O 6
CNI
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DE D
18 74
Ambition Youth &
T N
E
K
P U
B L
I MC
WOR
T
RAPEDS
OCTA
OC STREETCAR
The HNTB Companies
Infrastructure Solutions
200 E. Sandpointe Ave., Ste. 200
Santa Ana, CA 92707
Phone: 714-460-1600
J. KIM J. ARREDONDO DON WILSON
R
LANDSCAPE ARCHITECTURE URBAN DESIGN PLANNING RESOURCE ANALYSIS
Santa Ana, CA 92701 106 W.4th St. 5th Floor
CORNERSTONE STUDIOS, INC.
714. 973. 2200 Voice
714. 973. 0203 Fax
ORANGE COUNTY TRANSPORTATION AUTHORITY
BENCHMARK NO.: ELEV.: 3B-98-85 (PT. 400) 140.19 (NAVD 88)
FOUND 3.75" OCS ALUMINUM BENCHMARK DISK STAMPED "3B-98-5", SET IN
THE NORTHWESTERLY CORNER OF A 4 FT. BY 8 FT. CONCRETE CATCH
BASIN. MONUMENT IS LOCATED IN THE SOUTHEASTERLY CORNER OF THE
INTERSECTION OF FRUIT STREET AND THE ATCHINSON TOPEKA AND
SANTA FE RAILROAD, 23 FT. EASTERLY OF THE CENTERLINE OF THE
RAILWAY, 19.5 FT. SOUTHERLY OF THE CENTERLINE OF FRUIT STREET
AND 14.3 FT. WEST OF A POWER POLE (#716815E"). ORANGE COUNTY
SURVEYS, PUBLIC WORKS.
RENIE MEIER WONG
0 10/02/2018 ISSUE FOR CONSTRUCTION
LANDSCAPE PLAN
HARBOR STATION
LN01
M A
T C
H L
I N
E
E
B T
S
A
S E
E
D
R A
W I N
G
L
N
H
A
R
B
O
B
L
V
D
S H
T L
N
C
D
G N
S H
T L
N
C
D
G N
A
M
RETAINING
WALL
SYMBOL BOTANICAL NAME COMMON NAME SIZE
TREES
PLANTING LEGEND:
KOELREUTERIA BIPINNATA CHINESE FLAME TREE
STANDARD TRUNK,
24" BOX
PLATANUS RACEMOSA CALIFORNIA SYCAMORE
STANDARD TRUNK,
36" BOX
T-4
T-6
VINES
V-1
FICUS PUMILA CREEPING FIG
S-5
S-10
S-13
MUHLENBERGIA CAPILLARIS 'IRVINE' 5 GAL. @3' O.C.
CAREX DIVULSA BERKELEY SEDGE 50%
1 GAL. @12" O.C.
5 GAL. @3' O.C.LEYMUS CONDENSATUS 'CANYON PRINCE' CANYON PRINCE WILD RYE
JUNCUS EFFESUS 'QUARTZ CREEK' COMMON RUSH 50%
SHRUBS
PLUMETASTIC PINK MUHLY
GRASS
CITY OF GARDEN GROVE
CITY OF GARDEN GROVE
5 GAL. @ 10' O.C. OR
AS SHOWN ON PLANS
FIC PUM
V-1
KOE BIP
T-4
MUH CAP
S-13
CAR DIV
S-5
LEY CON
S-10
PLA RAC
T-6
SPE GEN
A-1
PLANT REF.
(ABBREVIATED)
BOTANICAL NAME
SPE GEN
A-1
1 7/21/2020 BUMPING POST REVISIONRW
2 5/10/2021 RFI 0827 / 0918 COORDINATIONRW
SHEET 577 of 1545
ATTACHMENT G
DATE
FILE NO.:
REFERENCESREVISIONS
Underground Service Alert of Southern California
NUMBER
DESCRIPTIONINITIALS
APPROVED INSTALLED
DATE
02/2022
10/2017
DRAWN:
PREPARED UNDER THE SUPERVISION OF:
RLA NO.: 2575
DESIGNED: CHECKED:
TOLL FREE 1-800-422-4133
TWO WORKING DAYS
BEFORE YOU DIG
NOTICE TO CONTRACTOR
PURSUANT TO ASSEMBLY BILL 3019 NO EXCAVATION
PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS
AND OBTAINS AN INQUIRY I.D. NUMBER FROM "UNDER-
GROUND SERVICE ALERT" (1-800-422-4133) AT LEAST
TWO WORKING DAYS PRIOR TO COMMENCING EXCAVATION.
CI
TY
O F
SA
N
TA
A
N A
PR
O
JE
CT
N O
. 1 7-
-C : O
C
ST
RE
ET
CA
R
FR
O
M H
AR
BO
R
BL
VD
T
O S
AR
TC
CALL:
ev or
G
G a rd en
F O 6
CNI
U N
DE D
18 74
Ambition Youth &
T N
E
K
P U
B L
I MC
WOR
T
RAPEDS
OCTA
OC STREETCAR
The HNTB Companies
Infrastructure Solutions
200 E. Sandpointe Ave., Ste. 200
Santa Ana, CA 92707
Phone: 714-460-1600
J. KIM J. ARREDONDO DON WILSON
R
LANDSCAPE ARCHITECTURE URBAN DESIGN PLANNING RESOURCE ANALYSIS
Santa Ana, CA 92701 106 W.4th St. 5th Floor
CORNERSTONE STUDIOS, INC.
714. 973. 2200 Voice
714. 973. 0203 Fax
ORANGE COUNTY TRANSPORTATION AUTHORITY
BENCHMARK NO.: ELEV.: 3B-98-85 (PT. 400) 140.19 (NAVD 88)
FOUND 3.75" OCS ALUMINUM BENCHMARK DISK STAMPED "3B-98-5", SET IN
THE NORTHWESTERLY CORNER OF A 4 FT. BY 8 FT. CONCRETE CATCH
BASIN. MONUMENT IS LOCATED IN THE SOUTHEASTERLY CORNER OF THE
INTERSECTION OF FRUIT STREET AND THE ATCHINSON TOPEKA AND
SANTA FE RAILROAD, 23 FT. EASTERLY OF THE CENTERLINE OF THE
RAILWAY, 19.5 FT. SOUTHERLY OF THE CENTERLINE OF FRUIT STREET
AND 14.3 FT. WEST OF A POWER POLE (#716815E"). ORANGE COUNTY
SURVEYS, PUBLIC WORKS.
RENIE MEIER WONG
0 10/02/2018 ISSUE FOR CONSTRUCTION
LANDSCAPE PLAN
HARBOR STATION & MEDIAN @WESTMINSTER AVE
LN02
M A
T C
H L
I N
E
H
A R
B O
R
B
L V
D
S
T A
S E
E
D
R A
W I N
G
S
H
L
N
W
E
S
T
M
I
N
S
T
E
A
E
S H
T L
N
C
D
G N
S H
T L
N
C
D
G N
A
M
SYMBOL BOTANICAL NAME COMMON NAME SIZE
TREES
PLANTING LEGEND:
KOELREUTERIA BIPINNATA CHINESE FLAME TREE
STANDARD TRUNK,
24" BOX
PLATANUS RACEMOSA CALIFORNIA SYCAMORE
STANDARD TRUNK,
36" BOX
T-4
T-6
VINES
V-1
FICUS PUMILA CREEPING FIG
TPSS #1
J
O
I
X
I
S
T
I
N
G
S-5
S-13
S-15
MUHLENBERGIA CAPILLARIS 'IRVINE' 5 GAL. @3' O.C.
5 GAL. @2' O.C.
NANDINA DOMESTICA 'GULF STREAM'
GULF STREAM HEAVENLY
BAMBOO
CAREX DIVULSA BERKELEY SEDGE 50%
1 GAL. @12" O.C.
JUNCUS EFFESUS 'QUARTZ CREEK' COMMON RUSH 50%
SHRUBS
PLUMETASTIC PINK MUHLY
GRASS
S-8
S-12
1 GAL. @2' O.C.
LOMANDRA LONGIFOLIA
DIANELLA REVOLUTA LITTLE REV LITTLE REV FLAX LILY
5 GAL. @3' O.C.
'BREEZE'
BREEZE (TM) DWARF MAT
RUSH PP#12420
LANDSCAPE CONSTRUCTION LEGEND:
3 6" CONCRETE MOW CURB. SEE DETAIL B, SHEET-LD06
C
I
Y
F
G
R
D
G
O
V
E
CITY OF GARDEN GROVE
C
I
Y
N
A
KOE BIP
T-4
FIC PUM
V-1
PLA RAC
T-6
NAN DOM
S-15
LOM LON
S-12
DIA REV
S-8
MUH CAP
S-13
CAR DIV
S-5
SPE GEN
A-1
PLANT REF.
(ABBREVIATED)
BOTANICAL NAME
SPE GEN
A-1
5 GAL. @ 10' O.C. OR
AS SHOWN ON PLANS
1 5/10/2021 RFI 0827 / 0918 COORDINATIONRW
SHEET 578 of 1545
ATTACHMENT G
Christine Herrera Rectangle
Christine Herrera Highlight
CITY OF GARDEN GROVE
CITY OF SANTA ANA
S33°21'48"W
N33°24'50"E
10+00
11+00
12+00
13+00
14+00
14+7314+73
148+00
149+00
150+00
DATE
FILE NO.:
REFERENCESREVISIONS
Underground Service Alert of Southern California
NUMBER DESCRIPTIONINITIALS APPROVED INSTALLED
DATE
02/2018
10/2017DRAWN:
PREPARED UNDER THE SUPERVISION OF:
RLA NO.: 2575
DESIGNED: CHECKED:
PURSUANT TO ASSEMBLY BILL 3019 NO EXCAVATION
PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS
AND OBTAINS AN INQUIRY I.D. NUMBER FROM "UNDER-
GROUND SERVICE ALERT" (1-800-422-4133) AT LEAST
TWO WORKING DAYS PRIOR TO COMMENCING EXCAVATION.
OC STREETCARThe HNTB Companies Infrastructure Solutions
200 E. Sandpointe Ave., Ste. 200 Santa Ana, CA 92707 Phone: 714-460-1600
J. KIM J. ARREDONDO DON WILSON
LANDSCAPE ARCHITECTURE URBAN DESIGN PLANNING RESOURCE ANALYSIS
Santa Ana, CA 92701 106 W.4th St. 5th Floor
CORNERSTONE STUDIOS, INC.
714. 973. 2200 Voice
714. 973. 0203 Fax
ORANGE COUNTY TRANSPORTATION AUTHORITY
SHEET OF NN
LEGEND
EXIST RUNOFF DIRECTION
EXIST FLOW DIRECTION OF DITCH / CULVERT
EXIST FENCE
EXIST SUBTERRANEAN
BASEMENT
CONSTRUCTION NOTES:
CONSTRUCTION NOTES:
CONSTRUCT 8" PVC WATER PER XXXXXX.
CONSTRUCT SEWER MH PER XX.
CONSTRUCT 24" VCP SEWER PER XX.
CONSTRUCT 8" VCP SEWER PER XX.
CONSTRUCT 10" VCP SEWER PER XX.
CONSTRUCT 18" VCP SEWER PER XX.
CONSTRUCT 21" VCP SEWER PER XX.
CONSTRUCT 10" PVC WATER PER XX.
CONSTRUCT 12" PVC WATER PER XX.
CONSTRUCT 2" GAS PER XX.
1" = 1'-0"
ELEVATION__________________ ___
A-123 A
AA
A A-123
A A-123
A A-123
A A-123
A A-123
A A-123
A A-123
REMOVAL NOTES:
NOTES:
LEGEND
1. ALL EXISTING SURFACE ITEMS SHOWN ON THESE PLANS
WITHIN THE LIMITS OF REMOVAL SHALL BE DEMOLISHED
AND REMOVED UNLESS OTHERWISE NOTED.
2. ALL GENERAL DEMOLITION AND REMOVAL NOTES SHOWN
ON THESE PLANS ARE REPRESENTATIVE OF THE WORK
TO BE DONE. NOT ALL ITEMIZED ACCOUNTING FOR ALL
DEMOLISHED, REMOVED OR ABANDONED.
3. ALL GENERAL DEMOLITION AND REMOVAL NOTES SHOWN
ON THESE PLANS ARE REPRESENTATIVE OF WORK TO BE
DONE, NOT AN ITEMIZED ACCOUNTING FOR EACH UTILTY
APPURTENANCE TO BE DEMOLISHED, REMOVED OR
ABANDONED.
4. TEMPORARY CONSTRUCTION EASEMENTS (TCE) AND
PROPOSED RIGHT-OF-WAY LINES ARE DEFINED ON
RIGHT-OF-WAY IMPACT MAP.
DAYLIGHT LINE (F=FILL; C=CUT)F/C
DRAINAGE NOTES:
ELEVATION__________________ ___
_____1" = 1'-0"
CONSTRUCT INLET TYPE V PER OC STD PLAN NO. 1305.
RECONSTRUCT INLET TYPE V PER OC STD PLAN NO. 1305.
CONSTRUCT RIP RAP LINING.
CONSTRUCT BOX CULVERT WINGWALLS CALTRANS STD PLAN D85.
NNSHEET OF
CONSTRUCT 4" THICK PCC SIDEWALK CASE 3 PER C.S.A STD PLAN NO. 1104.
CONSTRUCT 4" THICK PCC SIDEWALK PER C.G.G STD PLAN NO. B-106.
CONSTRUCT 8" THICK PCC DRIVEWAY APPROACH CASE 1 PER C.S.A STD PLAN NO. 1112.
CONSTRUCT TYPE A-2-8 CURB & GUTTER PER C.S.A. STD PLAN NO. 1101.
CONSTRUCT CROSS GUTTER PER C.S.A. STD PLAN NO. 1109.
CONSTRUCT TYPE A-8 CURB PER C.G.G. STD PLAN NO. B-112.
INSTALL 6'-4" WELDED WIRE MESH FENCING PER METROLINK ENG STD 5105.
INSTALL TUBULAR STEEL GATE PER METROLINK ENG STD 5107.
ADJUST MANHOLE FRAME AND COVER TO FINISHED GRADE.
RELOCATE MANHOLE FRAME AND COVER.
ADJUST WATER VALVE FRAME AND COVER TO FINISHED GRADE.
PLACE 6" CRUSHED AB (3/4" MAX) PER SECTION 200-2.2 OF SSPWC.
SEWER CONSTRUCTION NOTES:
PLACE 2" ARHM OVER 5" AC OVER 12" AB.
PLACE 7" PCC OVER 6" AB.
CONSTRUCT JUNCTION STRUCTURE PIPE TO PIPE PER SSPWC NO. 331-3.
INSTALL PARKWAY DRAIN PER C.G.G. STD PLAN NO. B-209.
CONSTRUCT JUNCTION STRUCTURE PIPE TO RCB PER SPPWC STD PLAN NO. 333-2.
INSTALL TRASH RACK.
PLACE 2" DG OVER 6" AB.
SEWER MANHOLE PER OCSD STD S-050.
MANHOLE ABANDONMENT PER C.S.A. STD PLAN 1029.
UTILITY TRENCH DETAIL PER C.S.A. STD PLAN 1150.
CONSTRUCT A3-6(150) CURB AND GUTTER PER SPPWC STD PLAN NO. 120-2.
CONSTRUCT MANHOLE ACCESS SHAFT ENCASEMENT.
ENG 2.0 GENERAL TEXT
BOLD 3.0 PROP PROFILE ELEMENTS
BOLD 4.0 MATCHLINES AND MINOR STREETS
BOLD 6.0 MAIN STREET NAMES
ENG 2.5 PROFILE ELEV LABELS
CONSTRUCT EARTH LINED DITCH PER PLAN AND TYPICAL CROSS SECTIONS.
CONSTRUCT EARTH LINED TRAPEZOIDAL DITCH PER PLAN AND TYPICAL CROSS SECTIONS.
ABANDON MANHOLE AND PROVIDE SEAL PER SPPWC STD 381-2.
NOTE:
1. STORM DRAIN UTILITY TRENCH
PER C.S.A. STD PLAN 1150.
PROVIDE SEAL FOR REMOVED STORM DRAIN PIPE PER SPPWC STD 381-2.
REMOVE EXISTING SEWER MANHOLE AND PORTION OF EXISTING SEWER PIPE THAT IS CONFLICT WITH PROPOSED DESIGN.
INSTALL METAL FLARED END SECTION CALTRANS STD PLAN D94A.
CONSTRUCT BOX CULVERT WARPED WINGWALLS CALTRANS STD PLAN D86A.
INSTALL CABLE RAILING CALTRANS STD PLAN B11-47.
A
CONSTRUCT TRACK DRAIN CONNECTION PER SPPWC STD 335-2.
CONSTRUCT RW TYPE 6 (CASE 1) CALTRANS STD PLAN B3-7A.
PLACE 4" AC OVER 5" AB.
CONSTRUCT SEWER MANHOLE PER C.S.A. STD PLAN 1201.
CONSTRUCT DROP MANHOLE PER C.S.A. STD PLAN 1201A.
CONSTRUCT SEWER MANHOLE PER OCSD STD S-050 WITH DROP MANHOLE CONNECTION PER S-051.
CONSTRUCT PVC SEWER PIPE 4 LF MINIMUM BEYOND THE LIMITS OF THE REMOVED SEWER MANHOLE CONNECT TO EXISTING SEWER MATCHING LINE AND GRADE.
CONSTRUCT GRATING CATCH BASIN - ALLEY (LONGITUDINAL) PER SPPWC 304-3.
CONSTRUCT JUNCTION CHAMBER, TYPE 'B' PER C.S.A. STD PLAN 307.
CONSTRUCT PIPE CONNECTION TO EXISTING STORM DRAIN STRUCTURE PER SPPWC 335-2.
PLACE 4" AC OVER 6" AB ON COMPACTED SUBGRADE.
CONSTRUCT TYPE C-8 CURB & GUTTER PER C.G.G. STD PLAN NO. B-113.
CONSTRUCT LONGITUDINAL GUTTER PER SPPWC STD PLAN NO. 122-2.
CONSTRUCT CONC COLLAR FOR RCP PER SPPWC STD PLAN NO. 380-4.
CONSTRUCT TRANSITION STRUCTURE PIPE TO PIPE SPPWC STD PLAN NO. 340-2.
CONSTRUCT MANHOLE PIPE-TO-PIPE (33" OR SMALLER) PER SPPWC STD PLAN NO. 321-2.
CONSTRUCT JUNCTION CHAMBER, TYPE "A" PER C.S.A. STD PLAN NO. 306.
UTILITY TRENCH DETAIL PER C.S.A. STD PLAN NO. 1150.
AUXILLARY CATCH BASIN DETAILS PER C.S.A. STD PLAN NO. 305 & 305A.
CONSTRUCT DRIVEWAY APPROACH (TYPE B) PER SPPWC STD PLAN NO. 110-2.
INSTALL PARKWAY DRAIN PER SPPWC STD PLAN NO. 151-2.
ABANDON EXISTING SEWER PER C.S.A. SLURRY BACKFILL PORTION OF ABANDONED SEWER THAT IS UNDER TRACK SLAB.
INSTALL METAL HAND RAILING PER SPPWC STD PLAN NO. 606-4.
CONSTRUCT MODIFIED JUNCTION CHAMBER, TYPE 'D' PER SPPWC STD 308A, NO MANHOLE.
CONSTRUCT PIPE CONCRETE ENCASEMENT.
12" SLOT DRAIN WITH PEDESTRIAN GRATING.
PLACE 12" PCC OVER 6" AB.
PLACE 6" PCC OVER 6" AB.
FENCE
RIP-RAP
UNDERDRAIN
RUNOFF DIRECTION
FLOW DIRECTION OF DITCH / CULVERT
C##
1A
2A
5A
10A
12A
15A
35A
37A
38B
39A
4A
4B
3A
4C
INSTALL REMOVABLE BOLLARD PER DETAILS ON METROLINK ENG. STD. 5107.
D##
S## U## W##
SEE CIVIL PLANS FOR DISPOSITION
SEE DRAINAGE PLANS FOR DISPOSITION
SEE SEWER PLANS FOR DISPOSITION
SEE UTILITY PLANS FOR DISPOSITION
SEE WATER PLANS FOR DISPOSITION
1B
2" COLD MILL AND VAR AC OVERLAY.
PLACE 2" ARHM OVER 3.5" AC OVER 7" AB.
PLACE 2" ARHM OVER 2" AC OVER 6" AB.
PLACE 2" ARHM OVER 3" AC OVER 6" AB.
PLACE 2" ARHM OVER 3" AC OVER 9" AB.
INSTALL 6'-4" WELDED WIRE MESH GATE PER METROLINK ENG STD NO. 5106
CONSTRUCT TYPE A-1-6 CURB PER SPPWC STD PLAN NO. 120-2.
CONSTRUCT ALLEY APRON PER C.S.A. STD PLAN NO. 1111. OMIT WINGS.
L## SEE LIGHTING PLANS FOR DISPOSITION
RCE NO. 77387
Exp. 06/30/2019
NOTES:
1.
2.
3.
FOR DISPOSITION OF EXISTING SIGNS, SEE
CHANNELIZATION PLANS.
FOR DISPOSITION OF EXISTING STREET LIGHT
PULL BOXES, SEE STREET LIGHTING PLANS.
FOR DISPOSITION OF EXISTING TRAFFIC SIGNALS,
TRAFFIC PULL BOXES, AND TRAFFIC RELATED
APPURTENANCES, SEE TRAFFIC SIGNAL PLANS.
RCE NO. C70783
Exp. 06/30/2019
7B
STORMWATER QUALITY BMP
BIORETENTION SOIL MEDIA
9A CONSTRUCT TYPE C-8 (MOD) CURB & GUTTER PER C.G.G. STD PLAN NO. B-113.
CONSTRUCT JUNCTION STRUCTURE - PIPE TO PIPE ID ≤ 24" PER SPPWC STD PLAN NO. 332-2.
INSTALL 4" DIA PVC PIPE PER C.S.A. STD PLAN 1150 (UTILITY TRENCH DETAIL).
INSTALL 8" DIA PVC PIPE PER C.S.A. STD PLAN 1150 (UTILITY TRENCH DETAIL).
INSTALL 12" DIA PVC PIPE PER C.S.A. STD PLAN 1150 (UTILITY TRENCH DETAIL).
4D INSTALL INVERTED U BIKE RACK PER MANUFACTURER INSTRUCTIONS.
25A
CONSTRUCT 12" WIDE BY 12" DEEP AC ON COMPACTED SUBGRADE.
5B CONSTRUCT 4" THICK PATTERN STAMPED CONCRETE PER C.S.A. STD PLAN 1118.
CITY LIMIT
INSTALL METAL HAND RAILING PER METROLINK ENG STD 4005.
INSTALL PEDESTRIAN SWING GATE PER METROLINK ENG STD 4002.
INSTALL CPUC STANDARD NO. 8 WARNING DEVICE PER METROLINK ENG STD PLAN 8305.
20A
20B
INSTALL PEDESTRIAN WARNING DEVICE PER METROLINK ENG STD 8308.
35B
32A PLACE 2" ARHM OVER 5" AC OVER 9" AB.
PLACE 8" PCC OVER 6" AB.
CONSTRUCT CONCRETE BLANKET FOR PIPES PER SPPWC STD 225-2.
CONSTRUCT TYPE A-2-6 CURB & GUTTER PER C.S.A STD PLAN NO. 1101 UNLESS
OTHERWISE SHOWN, MATCH HOR AND VERT ALIGNMENT OF EX FL AND TC.
FURNISH AND INSTALL SURVEY MONUMENT AND ADJUST FRAME AND COVER TO GRADE
PER C.S.A. STD PLAN NO. 1117.
INSTALL 4' HIGH, WELDED WIRE MESH FENCE WITH SMOOTH SURFACE AT TOP PER
METROLINK ENG STD PLAN 5105.
INSTALL 3' WIDE DETECTABLE WARNING STRIP PER METROLINK ENG STD PLAN
INDICATED UNDER NOTE 1 AND CALTRANS STD PLAN RSP A88A.
INSTALL 4'X2' PRECAST CONC RCB PER CALTRANS STD PLAN D83A OR CAST-IN-PLACE RCB
PER STD PLAN D80. FOR RCB UNDER TRACKS USE MAX EARTH COVER=20'.
INSTALL 5'X3' PRECAST RCB PER CALTRANS STD PLAN D83A OR CAST-IN-PLACE RCB PER
STD PLAN D80. FOR RCB UNDER TRACKS USE MAX EARTH COVER=20'.
REMOVE PORTION OF EXISTING ABANDONED UTILITY THAT IS IN CONFLICT WITH NEW
STORM DRAIN.
INSTALL 8" DIA HDPE PIPE PER C.S.A. STD PLAN 1150 (EXCAVATION AND PIPE
BEDDING DETAILS).
CONSTRUCT CATCH BASIN, TYPE "B" PER C.S.A. STD PLAN NO. 302 WITH LOCAL GUTTER
DEPRESSION PER C.S.A. STD PLAN 305.
STENCIL AND SIGN FOR DRAINAGE INLET "NO DUMPING DRAINS TO OCEAN" PER
CALTRANS STD PLAN D-71 (DRAINAGE INLET MARKERS).
CONSTRUCT CONCRETE COLLAR PER C.S.A. STD. PLAN 320 AND REMOVE EXISTING
CATCH BASIN.
REMOVE EXIST. STORM DRAIN STRUCTURE AND PIPE AND PROVIDE A CONCRETE LUG TO
CLOSE VOID IN STRUCTURE THAT WILL REMAIN.
CONSTRUCT MODIFIED CATCH BASIN, CASE 'A', PER SPPWC STD 307-3. MODIFY PIPE
CONNECTION WITH MONOLITHIC CATCH BASIN CONNECTION PER SPPWC STD 308-2.
24"x24" PRECAST INLET WITH PEDESTRIAN GRATE, JENSON PRECAST DI 24-24, OR APPROVED EQUAL.
ADJUST WATER METER BOX AND LID TO FINISHED GRADE.
CONSTRUCT 4" PCC OVER 6" AB.
INSTALL CPUC STANDARD NO. 9 WARNING DEVICE PER METROLINK ENG STD PLAN 8306.
INSTALL CPUC STANDARD MEDIAN NO. 9 WARNING DEVICE PER METROLINK ENG STD
8306.
INSTALL CPUC STANDARD NO. 9A WARNING DEVICE PER METROLINK ENG STD PLAN 8306.
COMPOSITE UTILITY DISPOSITION NOTES:
PROTECT IN PLACE
RELOCATE (BY OTHERS) - APPLIES TO TELECOM, ELECTRICAL, AND GAS WHICH ARE NOT PART OF THIS CONTRACT.
MODIFY AND/OR RELOCATE (BY CONTRACTOR) - SEE INDIVIDUAL UTILITY PLANS FOR SCOPE AND DETAILS OF WORK.
ABANDON IN PLACE
REMOVE
PROVIDE NEW WATER SERVICE AND WATER METER PER C.S.A STD 1401, 1402 OR 1403 (AS APPLICABLE).
INSTALL ELECTRICAL SERVICE EQUIPMENT ENCLOSURE (TYPE III-B) PER CALTRANS STD PLAN ES-2E.
INSTALL ELECTRICAL SERVICE EQUIPMENT ENCLOSURE, MYERS ME-IIBD-M100/M100 OR APPROVED EQUAL.
INSTALL ELECTRICAL SERVICE EQUIPMENT ENCLOSURE (TYPE III-C) PER CALTRANS STD PLAN ES-2F.
PROVIDE NEW WATER SERVICE FROM MAIN WATER TO EXISTING WATER METER PER C.S.A. STD 1401, 1402, OR 1403 (AS APPLICABLE).
INSTALL ELECTRICAL SERVICE EQUIPMENT ENCLOSURE (TYPE II-B) PER CALTRANS STD PLAN ES-2B.
NOT USED
REPLACE LATERAL TO HYDRANT AS NEEDED TO CLEAR BOTTOM OF TRACK SLAB PER C.S.A. STD 1405, 1407, OR 1407A (AS APPLICABLE).
PROVIDE NEW WATER SERVICE FROM MAIN TO EXISTING FDC PER C.S.A. STD 1417.
PROVIDE NEW WATER SERVICE AND WATER METER FOR IRRIGATION PER C.G.G. STD PLAN NO. B-722.
NOT USED
INSTALL 2" SCH 40 PVC IN CONCRETE ENCASEMENT AND CONNECT TO PLATFORM ELECTRICAL, SEE P-BN01 OR P-BN02 (AS APPLICABLE). FOR TRENCH DETAIL, SEE P-BD03.
ADJUST MH LID AND FRAME OR VAULT LID TO FS, BY OTHERS.
INSTALL 18" DIA RCP PER C.S.A. STD PLAN 1150 (UTILITY TRENCH DETAIL).
INSTALL 24" DIA RCP PER C.S.A. STD PLAN 1150 (UTILITY TRENCH DETAIL).
INSTALL 30" DIA RCP PER C.S.A. STD PLAN 1150 (UTILITY TRENCH DETAIL).
NOTE:
1. STORM DRAIN PIPE "L"
MEASURED TO CL SD STR.
SEE MODIFIED BASE PER DETAIL DRAWING SD01.
SEE MODIFIED SEWER MANHOLE DETAIL 'A', DRAWING SD01.
SEE MODIFIED BASE PER DETAIL 'B', DRAWING SD01.
CONSTRUCT VEGETATED SWALE WATER QUALITY BMP. GEOMETRY AS SHOWN ON PLAN.
SEE DETAIL 3 ON DRAWING QD01.
CONSTRUCT CONCRETE LINED "V" DITCH PER DETAIL 1 ON DRAWING QD01.
CONSTRUCT CONCRETE LINED TRAPEZOIDAL DITCH. GEOMETRY AS SHOWN ON PLAN. SEE
DETAIL 1 ON DRAWING QD01
CONSTRUCT RIP RAP ENERGY DISSIPATER PER DETAIL 2 ON DRAWING QD01.
GEOMETRY AS SHOWN ON PLAN.
CONSTRUCT BIORETENTION WATER QUALITY BMP. GEOMETRY AS SHOW ON PLAN. SEE
DETAIL 11 ON DRAWING QD01.
INSTALL 10" DIA PERF HDPE PIPE PER DETAIL 4 ON DRAWING QD01.
INSTALL 8" DIA PERF HDPE PIPE PER DETAIL 4 ON DRAWING QD01.
INSTALL CLEANOUT PER DETAIL 5 ON DRAWING QD01.
INSTALL AC CAP DRAIN TRENCH PER DETAIL 7 ON DRAWING QD01.
CONSTRUCT CONC CAP STORM DRAIN STRUCTURE PER DETAIL 8 ON DRAWING QD01.
CONSTRUCT MODIFIED MANHOLE PIPE TO PIPE PER SPPWC STD PLAN NO. 321-2 AND
PER DETAIL 10 ON DRAWING QD01.
CONSTRUCT MANHOLE ACCESS SHAFT ENCASEMENT PER DETAIL 6 ON DRAWING QD01.
CONSTRUCT CURB OPENING CATCH BASIN PER SPPWC STD 307-3, MODIFIED PER DETAIL 9
ON DRAWING QD01 WITH LOCAL GUTTER DEPRESSION PER C.S.A. STD PLAN 305.
CONSTRUCT MODIFIED MANHOLE PIPE TO PIPE PER SPPWC STD PLAN NO. 321-2 AND PER
DETAIL 10 ON DRAWING QD01. MODIFY PIPE CONNECTION WITH MONOLITHIC CATCH BASIN
CONNECTION PER SPPWC STD 308-2.
CONSTRUCT TYPE A-2-6 (MOD) MONOLITHIC CURB AND EXTENDED GUTTER PER
CONSTRUCTION DETAIL DRAWING CD07.
CONSTRUCT PCC CURB RAMP PER DETAIL DRAWINGS CD09 AND CD10.
INSTALL DETECTABLE WARNING SURFACE PER CONSTRUCTION DETAIL DRAWINGS CD09
AND CD10.
INSTALL SALVAGED BOLLARDS PER DETAIL DRAWING CDXX.
INSTALL BOLLARDS PER DETAIL DRAWING CDXX.
CONSTRUCT MOUNTABLE CURB PER DETAIL DRAWING CD07.
CONSTRUCT 12" CONCRETE BANDING PER DETAIL DRAWING CD08.
CONSTRUCT TYPE A-2-8 (MOD) CURB AND EXTENDED GUTTER PER CONSTRUCTION
DETAIL DRAWING CD07.
CONSTRUCT 8" THICK PCC WITH INTEGRAL COLOR, SCORE LINES AND MEDIUM
SANDBLAST FINISH ON 4" DEPTH AB AS SHOWN ON STAMPED CONCRETE DETAIL ON
DRAWING CD13.
CONSTRUCT 12" WIDE BY 8" DEEP PCC BAND OVER 4" DEPTH AB WITH SMOOTH
TROWEL FINISH AS SHOWN ON STAMPED CONCRETE DETAIL ON DRAWING CD13.
CONSTRUCT CONCRETE SLAB FOR CONCRETE PAVERS PER DETAIL DRAWING CD08.
INSTALL SIDEWALK BRICK PAVERS PER CONSTRUCTION DETAIL DRAWING CD13.
INSTALL DETECTABLE WARNING SURFACE PER DRAWING 10 OF SPPWC STD PLAN NO. 111-5.
INSTALL WROUGHT IRON PICKET FENCE PER DETAIL DRAWING CD08.
INSTALL METAL PICKET FENCE PER DETAIL DRAWING CD08.
CONSTRUCT CONCRETE LINING PER DETAIL ON DRAWING CA39.
CONSTRUCT 12" WIDE BY 8" DEEP COLORED PCC BAND OVER 4" DEPTH AB WITH
SMOOTH TROWEL FINISH AS SHOWN ON STAMPED CONCRETE DETAIL ON DRAWING
CD13.
CONSTRUCT 8" THICK PCC WITH INTEGRAL COLOR, SCORE LINES AND MEDIUM SANDBLAST
FINISH ON X" DEPTH AB AS SHOWN ON STAMPED CONCRETE DETAIL ON DRAWING CD13.
CONSTRUCT AC MAINTENANCE RAMP PER CONSTRUCTION DETAIL DRAWING CD07.
CONSTRUCT TYPE B-1 CURB PER C.S.A STD PLAN NO. 1101. MODIFIED
PER DETAIL ON DRAWING CD07.
CONSTRUCT TYPE A-2-6 (MOD) CURB AND GUTTER PER CONSTRUCTION DETAIL
DRAWING CD07.
BENCHMARK NO.: ELEV.: 3B-98-85 (PT. 400) 140.19 (NAVD 88)
RENIE MEIER WONG
LANDSCAPE PLAN
PE ROW @SANTA ANA RIVER
LN03
S H
T-
LN
-6
-R
.D G
N S
H T-
LN
-6
-R
.D
G N
/1
9/
3:
:4
P
M
SANTA ANA RIVER
PE
R
O W
REGIONAL RIDING & HIKING TRAIL/MAINTENANCE ACCESS UNDERCROSSING
OCTA R/W
OCTA R/W
RIP RAP
(SEE CIVIL IMPROVEMENT PLANS)
RIP RAP
(SEE CIVIL IMPROVEMENT PLANS)
EBT 148+36.67
LIMIT OF LANDSCAPE
IMPROVEMENT
ST
A
+1
4.
LI
M
IT
O
F
LA
ND
SC
AP
E
IM
PR
O
VE
M
EN
T
ST
A
+4
LI
M
IT
O
F
LA
N D
SC
AP
E
IM
PR
O
VE
M
EN
T
S-12
LOMANDRA LONGIFOLIA 5 GAL. @3' O.C.
'BREEZE'
BREEZE (TM) DWARF MAT
RUSH PP#12420
SHRUBS
SENECIO SERPENS BLUE CHALKSTICKS 1 GAL. @ 2' O.C.S-19
SYMBOL
PLANTING LEGEND
BOTANICAL NAME COMMON NAME SIZE
OCFCD R/W
LOM LON S-12
SEN SER S-19
SPE GENA-1PLANT REF.
(ABBREVIATED)
BOTANICAL NAME
SPE GEN A-1
A 12/2017 ISSUED FOR BID
559 of 1520SHEET
0 10/2/2018 ISSUED FOR CONSTRUCTION
CONFORMED
SHEET 579 of 1545
C O
N F
O R
M
DATTACHMENT G
47+00
48+00
49+00
50+00
51+00
52+00
P
L
A
T
F
O
R
M
DATE
FILE NO.:
REFERENCESREVISIONS
Underground Service Alert of Southern California
NUMBER
DESCRIPTIONINITIALS
APPROVED INSTALLED
DATE
02/2024
10/2017
DRAWN:
PREPARED UNDER THE SUPERVISION OF:
RLA NO.: 2575
DESIGNED: CHECKED:
TOLL FREE 1-800-422-4133
TWO WORKING DAYS
BEFORE YOU DIG
NOTICE TO CONTRACTOR
PURSUANT TO ASSEMBLY BILL 3019 NO EXCAVATION
PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS
AND OBTAINS AN INQUIRY I.D. NUMBER FROM "UNDER-
GROUND SERVICE ALERT" (1-800-422-4133) AT LEAST
TWO WORKING DAYS PRIOR TO COMMENCING EXCAVATION.
C I T
Y
O
F
S
A N
P
O
J E
C
C
O
C
S
T R
E E
T C
O
M
H
A R
B O
R
B
L V
D
T
O
S
A R
T C
CALL:
ev or
G
G a rd en
F O 6
CNI
U N
DE D
18 74
Ambition Youth &
T N
E
K
P U
B L
I MC
WOR
T
RAPEDS
OCTA
OC STREETCAR
The HNTB Companies
Infrastructure Solutions
200 E. Sandpointe Ave., Ste. 200
Santa Ana, CA 92707
Phone: 714-460-1600
J. KIM J. ARREDONDO DON WILSON
R
LANDSCAPE ARCHITECTURE URBAN DESIGN PLANNING RESOURCE ANALYSIS
Santa Ana, CA 92701 106 W.4th St. 5th Floor
CORNERSTONE STUDIOS, INC.
714. 973. 2200 Voice
714. 973. 0203 Fax
ORANGE COUNTY TRANSPORTATION AUTHORITY
BENCHMARK NO.: ELEV.: 3B-98-85 (PT. 400) 140.19 (NAVD 88)
FOUND 3.75" OCS ALUMINUM BENCHMARK DISK STAMPED "3B-98-5", SET IN
THE NORTHWESTERLY CORNER OF A 4 FT. BY 8 FT. CONCRETE CATCH
BASIN. MONUMENT IS LOCATED IN THE SOUTHEASTERLY CORNER OF THE
INTERSECTION OF FRUIT STREET AND THE ATCHINSON TOPEKA AND
SANTA FE RAILROAD, 23 FT. EASTERLY OF THE CENTERLINE OF THE
RAILWAY, 19.5 FT. SOUTHERLY OF THE CENTERLINE OF FRUIT STREET
AND 14.3 FT. WEST OF A POWER POLE (#716815E"). ORANGE COUNTY
SURVEYS, PUBLIC WORKS.
RENIE MEIER WONG
0 10/02/2018 ISSUE FOR CONSTRUCTION
LANDSCAPE PLAN
PLATFORM @FAIRVIEW ST
LN04
S H
T L
N
C
D
G N
S H
T L
N
C
D
G N
P
M
N FAIRVIEW ST
O
C
W
OCTA R/W
OCTA R/W
J O
I N
T
E
X I S
T I N
G
SYMBOL BOTANICAL NAME COMMON NAME SIZE
TREES
PLANTING LEGEND:
S-8
S-12
1 GAL. @2' O.C.
LOMANDRA LONGIFOLIA
DIANELLA REVOLUTA LITTLE REV LITTLE REV FLAX LILY
5 GAL. @3' O.C.
'BREEZE'
BREEZE (TM) DWARF MAT
RUSH PP#12420
SHRUBS
LIQUIDAMBAR STYRACIFLUA AMERICAN SWEETGUM
STANDARD TRUNK,
24" BOX
T-8
S-17
15 GAL. @6' O.C.PODOCARPUS MACROPHYLLUS 'MAKI' SHRUBBY YEW PINE
LANDSCAPE CONSTRUCTION LEGEND:
3 6" CONCRETE MOW CURB. SEE DETAIL B, SHEET-LD06
P
L A
T F
O
R
M
LOM LON
S-12
DIA REV
S-8
POD MAC
S-17
LIQ STY
T-8
SPE GEN
A-1
PLANT REF.
(ABBREVIATED)
BOTANICAL NAME
SPE GEN
A-1
6/6/2022 TREE PLANTING REVISIONRW
SHEET 580 of 1545
9+00
10+00
11+00
12+00
2 CONCRETE PAVEMENT IN MEDIAN, CONCRETE WITH EXPOSED
AGGREGATE-REVEALED FINISH BY BOMANITE (EX-RV-080211-13) OR
APPROVED EQUAL.
DATE
FILE NO.:
REFERENCESREVISIONS
Underground Service Alert of Southern California
NUMBER
DESCRIPTIONINITIALS
APPROVED INSTALLED
DATE
02/2022
10/2017
DRAWN:
PREPARED UNDER THE SUPERVISION OF:
RLA NO.: 2575
DESIGNED: CHECKED:
TOLL FREE 1-800-422-4133
TWO WORKING DAYS
BEFORE YOU DIG
NOTICE TO CONTRACTOR
PURSUANT TO ASSEMBLY BILL 3019 NO EXCAVATION
PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS
AND OBTAINS AN INQUIRY I.D. NUMBER FROM "UNDER-
GROUND SERVICE ALERT" (1-800-422-4133) AT LEAST
TWO WORKING DAYS PRIOR TO COMMENCING EXCAVATION.
C I T
Y
O
F
S
A N
O
J E
C
C
O
C
S
T R
E E
T C
O
M
H
A R
B O
R
B
L V
D
T
O
S
A R
T C
CALL:
ev or
G
G a rd en
F O 6
CNI
U N
DE D
18 74
Ambition Youth &
T N
E
K
P U
B L
I MC
WOR
T
RAPEDS
OCTA
OC STREETCAR
The HNTB Companies
Infrastructure Solutions
200 E. Sandpointe Ave., Ste. 200
Santa Ana, CA 92707
Phone: 714-460-1600
J. KIM J. ARREDONDO DON WILSON
R
LANDSCAPE ARCHITECTURE URBAN DESIGN PLANNING RESOURCE ANALYSIS
Santa Ana, CA 92701 106 W.4th St. 5th Floor
CORNERSTONE STUDIOS, INC.
714. 973. 2200 Voice
714. 973. 0203 Fax
ORANGE COUNTY TRANSPORTATION AUTHORITY
BENCHMARK NO.: ELEV.: 3B-98-85 (PT. 400) 140.19 (NAVD 88)
FOUND 3.75" OCS ALUMINUM BENCHMARK DISK STAMPED "3B-98-5", SET IN
THE NORTHWESTERLY CORNER OF A 4 FT. BY 8 FT. CONCRETE CATCH
BASIN. MONUMENT IS LOCATED IN THE SOUTHEASTERLY CORNER OF THE
INTERSECTION OF FRUIT STREET AND THE ATCHINSON TOPEKA AND
SANTA FE RAILROAD, 23 FT. EASTERLY OF THE CENTERLINE OF THE
RAILWAY, 19.5 FT. SOUTHERLY OF THE CENTERLINE OF FRUIT STREET
AND 14.3 FT. WEST OF A POWER POLE (#716815E"). ORANGE COUNTY
SURVEYS, PUBLIC WORKS.
RENIE MEIER WONG
0 10/02/2018 ISSUE FOR CONSTRUCTION
LANDSCAPE PLAN
5TH ST MEDIAN
LN05
W 5TH ST
S H
T L
N
C
D
G N
S H
T L
N
C
D
G N
A
M
OCTA PE ROW
OCTA PE ROW
LANDSCAPE CONSTRUCTION LEGEND:
1 1/20/2022 REVISED DRIVEWAYS AND MEDIAN NOSERW
SHEET 581 of 1545
G M
RPBP
M
FDC
B F
B F
FH
19+00 20+00 21+00 22+00 23+00 24+00
13+00 14+00 15+00
L
DRIVEWAY C 10+00
5TH C STA 19+80.09 =
L
B
B
B
B
B
B
B
B
B
B
B
B
B
B B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
E M
E R
G E
N C
Y
G E
N E
R A
T O
R
16'x40'
TPSS
S A
N D
S I L O
TRASH
ENCLOSURE
WASH BUILDING
10+00
11+00
10+00
11+00
12+3112+31
12+00
13+00
14+00
15+00
16+00
10+00
11+00
12+00
C
L
C
L C
L
MAINTENANCE
BUILDING
CMU WALL (SOUND WALL 3) HEIGHT VARY (8'-2" TO
7'-4" ABOVE GRADE). PER SEPARATE PERMIT
24"x24" PILASTERS
@ 50'-0" O.C.
SIDEWALK
10'
10'
10'
EQ. EQ. EQ. EQ. 10'
10' 10'
10'
EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ.
1'-3" 10'
10'
EQ. EQ. EQ. EQ. EQ.
GREEN SCREEN PANEL
MOUNTED OVER CMU WALL, TYP.
C
L
C
L
C
L
C
L
C
L
C
L
VINES AT GREEN SCREEN
10'
EQ.
EQ.
EQ.
(E) STREET LIGHT ON POWER POLE
TO BE REMOVED BY OTHERS
(E) STREET LIGHT
ON POWER
POLE TO BE
REMOVED BY
OTHERS
(N) STREET LIGHT ON (N)
POLE PER CITY STANDARDS
(N) STREET LIGHT
ON (N) POLE PER
CITY STANDARDS
(E) STREET LIGHT ON POWER POLE TO BE
REMOVED BY OTHERS
14'-0' DRIVEWAY,
GRASSCRETE,
SEE DETAIL A, ON
THIS SHEET.
VAN
18'
8'-0" 8'-0"
29'-9" 9'-0" 20'-0"
10'-0" 27'-7" 11'-0" 9'-0" 23'-0" 10'-6" 24'-3" 8'-6" 26'-9" 5'-6" 25'-0"
11'-6" 15'-0"
20'-0"
2'-6"
C
L
C
L
C
L
C
L
C
L
C
L
C
L
C
L
C
L
C
L
C
L
C
L
C
L
C
L
C
L
(N) STREET LIGHT ON (N)
POLE PER CITY STANDARDS
STREET
ROW
DATE
FILE NO.:
REFERENCESREVISIONS
Underground Service Alert of Southern California
NUMBER
DESCRIPTIONINITIALS
APPROVED INSTALLED
DATE
02/2020
10/2017
DRAWN:
PREPARED UNDER THE SUPERVISION OF:
RLA NO.: 2575
DESIGNED: CHECKED:
TOLL FREE 1-800-422-4133
TWO WORKING DAYS
BEFORE YOU DIG
NOTICE TO CONTRACTOR
PURSUANT TO ASSEMBLY BILL 3019 NO EXCAVATION
PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS
AND OBTAINS AN INQUIRY I.D. NUMBER FROM "UNDER-
GROUND SERVICE ALERT" (1-800-422-4133) AT LEAST
TWO WORKING DAYS PRIOR TO COMMENCING EXCAVATION.
CI
TY
O F
SA
N
TA
A
N A
PR
O
JE
CT
N O
. 1 7-
-C : O
C
ST
RE
ET
CA
R
FR
O
M H
AR
BO
R
BL
VD
T
O S
AR
TC
CALL:
ev or
G
G a rd en
F O 6
CNI
U N
DE D
18 74
Ambition Youth &
T N
E
K
P U
B L
I MC
WOR
T
RAPEDS
OCTA
OC STREETCAR
The HNTB Companies
Infrastructure Solutions
200 E. Sandpointe Ave., Ste. 200
Santa Ana, CA 92707
Phone: 714-460-1600
J. KIM J. ARREDONDO DON WILSON
R
LANDSCAPE ARCHITECTURE URBAN DESIGN PLANNING RESOURCE ANALYSIS
Santa Ana, CA 92701 106 W.4th St. 5th Floor
CORNERSTONE STUDIOS, INC.
714. 973. 2200 Voice
714. 973. 0203 Fax
ORANGE COUNTY TRANSPORTATION AUTHORITY
BENCHMARK NO.: ELEV.: 3B-98-85 (PT. 400) 140.19 (NAVD 88)
FOUND 3.75" OCS ALUMINUM BENCHMARK DISK STAMPED "3B-98-5", SET IN
THE NORTHWESTERLY CORNER OF A 4 FT. BY 8 FT. CONCRETE CATCH
BASIN. MONUMENT IS LOCATED IN THE SOUTHEASTERLY CORNER OF THE
INTERSECTION OF FRUIT STREET AND THE ATCHINSON TOPEKA AND
SANTA FE RAILROAD, 23 FT. EASTERLY OF THE CENTERLINE OF THE
RAILWAY, 19.5 FT. SOUTHERLY OF THE CENTERLINE OF FRUIT STREET
AND 14.3 FT. WEST OF A POWER POLE (#716815E"). ORANGE COUNTY
SURVEYS, PUBLIC WORKS.
RENIE MEIER WONG
0 10/02/2018 ISSUE FOR CONSTRUCTION
LANDSCAPE PLAN
MSF SITE
LN06
W 5TH ST
OCTA PE ROW
S H
T L
N
C
D
G N
S H
T L
N
C
D
G N
A
M
SYMBOL BOTANICAL NAME COMMON NAME SIZE
TREES
PLANTING LEGEND:
S-2
S-4
S-8
S-13
S-14
MUHLENBERGIA CAPILLARIS 'IRVINE'
SENECIO SERPENS BLUE CHALKSTICKS
5 GAL. @3' O.C.
1 GAL. @ 2' O.C.
5 GAL. @3' O.C.
1 GAL. @2' O.C.
DIANELLA REVOLUTA LITTLE REV LITTLE REV FLAX LILY
CALLISTEMON CITRINUS 'LITTLE JOHN'
DWARF BOTTLEBRUSH
PODOCARPUS GRACILIOR FERN PODOCARPUS
STANDARD TRUNK,
36" BOX
5 GAL. @3' O.C.MUHLENBERGIA RIGENS DEER GRASS
LOPHOSTEMON CONFERTA BRISBANE BOX
STANDARD TRUNK,
24" BOX
T-9
T-7
SHRUBS
PLUMETASTIC PINK MUHLY
GRASS
S-19
AGAVE DESMETIANA 'VARIEGATA' VARIEGATED SMOOTH AGAVE 5 GAL. @3' O.C.
B
S-5
CAREX DIVULSA BERKELEY SEDGE 1 GAL. @12" O.C.
VINES
V-1
FICUS PUMILA CREEPING FIG
S-9
FESTUCA GLAUCA 'ELIJAH BLUE' ELIJAH BLUE FESCUE 1 GAL. @12" O.C.
5 GAL. @ 10' O.C. OR
AS SHOWN ON PLANS
CAR DIV
S-5
SPE GEN
A-1
PLANT REF.
(ABBREVIATED)
BOTANICAL NAME
SPE GEN
A-1
NAN DOM
S-15
FIC PUM
V-1
POD GRA
T-9
FES ELI
S-9
AGA DES
S-2
DIA REV
S-8
SEN SER
S-19
MUH CAP
S-13
LOP CON
T-7
CAL CIT
S-4
MUH RIG
S-14
S-15
5 GAL. @2' O.C.
NANDINA DOMESTICA 'GULF STREAM'
GULF STREAM HEAVENLY
BAMBOO
1 9/6/2019 SCE ACCESS REVISIONSRW
HYBRID BERMUDA ON GRASSCRETE
HYBRID BERMUDA SOD
H-1
GRASSCRETE, CONCEALED SYSTEM. SEE DETAIL A, ON THIS SHEET
CONTACT FLORASOURCE LTD @ 949-498-1131
CONCEALED GRASSCRETE SYSTEM
A
N.T.S.
582 1545SHEET OF
ATTACHMENT G
AutoCAD SHX Text
GATE
AutoCAD SHX Text 313 86.17
AutoCAD SHX Text
GM
AutoCAD SHX Text
GV
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text 4"W
AutoCAD SHX Text 3"W
AutoCAD SHX Text 2"W
AutoCAD SHX Text 2"W
AutoCAD SHX Text 3"W
AutoCAD SHX Text 3"W
AutoCAD SHX Text 3"W
AutoCAD SHX Text 2"W
AutoCAD SHX Text 2"W
AutoCAD SHX Text 6"W
AutoCAD SHX Text 29 February 2020
AutoCAD SHX Text W
AutoCAD SHX Text O
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text P
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text Renewal Date
AutoCAD SHX Text Signature
AutoCAD SHX Text
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text H
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text
(SCALE : 1" = 20')
Christine Herrera Rectangle
16+00 17+00 18+00 18+6918+69
10+00
+0
PLATFORM
30'
6' -9
30' 30'
5' -9
DATE
FILE NO.:
REFERENCESREVISIONS
Underground Service Alert of Southern California
NUMBER DESCRIPTIONINITIALS APPROVED INSTALLED
DATE
02/2018
10/2017DRAWN:
PREPARED UNDER THE SUPERVISION OF:
RLA NO.: 2575
DESIGNED: CHECKED:
PURSUANT TO ASSEMBLY BILL 3019 NO EXCAVATION
PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS
AND OBTAINS AN INQUIRY I.D. NUMBER FROM "UNDER-
GROUND SERVICE ALERT" (1-800-422-4133) AT LEAST
TWO WORKING DAYS PRIOR TO COMMENCING EXCAVATION.
OC STREETCARThe HNTB Companies Infrastructure Solutions
200 E. Sandpointe Ave., Ste. 200 Santa Ana, CA 92707 Phone: 714-460-1600
J. KIM J. ARREDONDO DON WILSON
LANDSCAPE ARCHITECTURE URBAN DESIGN PLANNING RESOURCE ANALYSIS
Santa Ana, CA 92701 106 W.4th St. 5th Floor
CORNERSTONE STUDIOS, INC.
714. 973. 2200 Voice
714. 973. 0203 Fax
ORANGE COUNTY TRANSPORTATION AUTHORITY
SHEET OF NN
LEGEND
EXIST RUNOFF DIRECTION
EXIST FLOW DIRECTION OF DITCH / CULVERT
EXIST FENCE
EXIST SUBTERRANEAN
BASEMENT
CONSTRUCTION NOTES:
CONSTRUCTION NOTES:
CONSTRUCT 8" PVC WATER PER XXXXXX.
CONSTRUCT SEWER MH PER XX.
CONSTRUCT 24" VCP SEWER PER XX.
CONSTRUCT 8" VCP SEWER PER XX.
CONSTRUCT 10" VCP SEWER PER XX.
CONSTRUCT 18" VCP SEWER PER XX.
CONSTRUCT 21" VCP SEWER PER XX.
CONSTRUCT 10" PVC WATER PER XX.
CONSTRUCT 12" PVC WATER PER XX.
CONSTRUCT 2" GAS PER XX.
1" = 1'-0"
ELEVATION__________________ ___
A-123 A
AA
A A-123
A A-123
A A-123
A A-123
A A-123
A A-123
A A-123
REMOVAL NOTES:
NOTES:
LEGEND
1. ALL EXISTING SURFACE ITEMS SHOWN ON THESE PLANS
WITHIN THE LIMITS OF REMOVAL SHALL BE DEMOLISHED
AND REMOVED UNLESS OTHERWISE NOTED.
2. ALL GENERAL DEMOLITION AND REMOVAL NOTES SHOWN
ON THESE PLANS ARE REPRESENTATIVE OF THE WORK
TO BE DONE. NOT ALL ITEMIZED ACCOUNTING FOR ALL
DEMOLISHED, REMOVED OR ABANDONED.
3. ALL GENERAL DEMOLITION AND REMOVAL NOTES SHOWN
ON THESE PLANS ARE REPRESENTATIVE OF WORK TO BE
DONE, NOT AN ITEMIZED ACCOUNTING FOR EACH UTILTY
APPURTENANCE TO BE DEMOLISHED, REMOVED OR
ABANDONED.
4. TEMPORARY CONSTRUCTION EASEMENTS (TCE) AND
PROPOSED RIGHT-OF-WAY LINES ARE DEFINED ON
RIGHT-OF-WAY IMPACT MAP.
DAYLIGHT LINE (F=FILL; C=CUT)F/C
DRAINAGE NOTES:
ELEVATION__________________ ___
_____1" = 1'-0"
CONSTRUCT INLET TYPE V PER OC STD PLAN NO. 1305.
RECONSTRUCT INLET TYPE V PER OC STD PLAN NO. 1305.
CONSTRUCT RIP RAP LINING.
CONSTRUCT BOX CULVERT WINGWALLS CALTRANS STD PLAN D85.
NNSHEET OF
CONSTRUCT 4" THICK PCC SIDEWALK CASE 3 PER C.S.A STD PLAN NO. 1104.
CONSTRUCT 4" THICK PCC SIDEWALK PER C.G.G STD PLAN NO. B-106.
CONSTRUCT 8" THICK PCC DRIVEWAY APPROACH CASE 1 PER C.S.A STD PLAN NO. 1112.
CONSTRUCT TYPE A-2-8 CURB & GUTTER PER C.S.A. STD PLAN NO. 1101.
CONSTRUCT CROSS GUTTER PER C.S.A. STD PLAN NO. 1109.
CONSTRUCT TYPE A-8 CURB PER C.G.G. STD PLAN NO. B-112.
INSTALL 6'-4" WELDED WIRE MESH FENCING PER METROLINK ENG STD 5105.
INSTALL TUBULAR STEEL GATE PER METROLINK ENG STD 5107.
ADJUST MANHOLE FRAME AND COVER TO FINISHED GRADE.
RELOCATE MANHOLE FRAME AND COVER.
ADJUST WATER VALVE FRAME AND COVER TO FINISHED GRADE.
PLACE 6" CRUSHED AB (3/4" MAX) PER SECTION 200-2.2 OF SSPWC.
SEWER CONSTRUCTION NOTES:
PLACE 2" ARHM OVER 5" AC OVER 12" AB.
PLACE 7" PCC OVER 6" AB.
CONSTRUCT JUNCTION STRUCTURE PIPE TO PIPE PER SSPWC NO. 331-3.
INSTALL PARKWAY DRAIN PER C.G.G. STD PLAN NO. B-209.
CONSTRUCT JUNCTION STRUCTURE PIPE TO RCB PER SPPWC STD PLAN NO. 333-2.
INSTALL TRASH RACK.
PLACE 2" DG OVER 6" AB.
SEWER MANHOLE PER OCSD STD S-050.
MANHOLE ABANDONMENT PER C.S.A. STD PLAN 1029.
UTILITY TRENCH DETAIL PER C.S.A. STD PLAN 1150.
CONSTRUCT A3-6(150) CURB AND GUTTER PER SPPWC STD PLAN NO. 120-2.
CONSTRUCT MANHOLE ACCESS SHAFT ENCASEMENT.
ENG 2.0 GENERAL TEXT
BOLD 3.0 PROP PROFILE ELEMENTS
BOLD 4.0 MATCHLINES AND MINOR STREETS
BOLD 6.0 MAIN STREET NAMES
ENG 2.5 PROFILE ELEV LABELS
CONSTRUCT EARTH LINED DITCH PER PLAN AND TYPICAL CROSS SECTIONS.
CONSTRUCT EARTH LINED TRAPEZOIDAL DITCH PER PLAN AND TYPICAL CROSS SECTIONS.
ABANDON MANHOLE AND PROVIDE SEAL PER SPPWC STD 381-2.
NOTE:
1. STORM DRAIN UTILITY TRENCH
PER C.S.A. STD PLAN 1150.
PROVIDE SEAL FOR REMOVED STORM DRAIN PIPE PER SPPWC STD 381-2.
REMOVE EXISTING SEWER MANHOLE AND PORTION OF EXISTING SEWER PIPE THAT IS CONFLICT WITH PROPOSED DESIGN.
INSTALL METAL FLARED END SECTION CALTRANS STD PLAN D94A.
CONSTRUCT BOX CULVERT WARPED WINGWALLS CALTRANS STD PLAN D86A.
INSTALL CABLE RAILING CALTRANS STD PLAN B11-47.
A
CONSTRUCT TRACK DRAIN CONNECTION PER SPPWC STD 335-2.
CONSTRUCT RW TYPE 6 (CASE 1) CALTRANS STD PLAN B3-7A.
PLACE 4" AC OVER 5" AB.
CONSTRUCT SEWER MANHOLE PER C.S.A. STD PLAN 1201.
CONSTRUCT DROP MANHOLE PER C.S.A. STD PLAN 1201A.
CONSTRUCT SEWER MANHOLE PER OCSD STD S-050 WITH DROP MANHOLE CONNECTION PER S-051.
CONSTRUCT PVC SEWER PIPE 4 LF MINIMUM…
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